农业生态系统模式的优化设计探讨   总被引：4，自引：0，他引：4  

章家恩  骆世明 《热带地理》2001,21(1):81-85

对农业生态系统模式的优化设计原则、内容、方法与步骤进行了探讨。认为模式优化设计包括5大原则，即区域适宜性原则、实用性原则、经济与市场原则、持续性原则和科学性原则；农业生态系统模式设计的主要内容包括总体目标设计、产业结构设计、时空结构设计、食物链网设计、环境与生态形象设计、物质与资金投放和输入输出设计、技术体系设计、面向对象设计及系统集成与优化；农业生态系统设计的基本程序包括系统环境辨识、系统诊断、系统模型分析和方案设计、系统评价和方案选优、系统运行及反馈修正等内容。  相似文献   

GPS工程控制网的若干特殊问题   总被引：9，自引：1，他引：9  

卓健成 《测绘工程》1996,5(1):1-7

根据ＧＰＳ定位技术的优点，讨论了建立ＧＰＳ工程控制网在踏勘、设计、观测及数据处理方面的若干特殊问题，并提出高精度工程控制网ＧＰＳ数据处理方案。  相似文献   

基于关系数据库的地形图符号库的设计   总被引：1，自引：0，他引：1  

赵波  张春香 《测绘工程》1996,5(1):43-47

根据地形图符号的特点，给出了地形图符号的分类和定义，并根据地形图符号的构造函数设计了基于关系数据库的地形图符号库。点线面符号均采用关系数据库的记录描述，从而使得符号的配置独立于具体的符号和图形，同一程序基本上可完成所有符号的绘制，方便了符号库的维护和更新，本符号库以ＡｕｔｏＣＡＤ Ｆｏｒ Ｗｉｎｄｏｗｓ作为图形环境，用Ｂｏｒｌａｎｄ Ｃ＋＋作为开发工具开发。  相似文献   

大地网三类设计的应变分析法     

隋立芬 《测绘学院学报》1992,(3)

本文针对大地网三类设计的质量标准问题,提出了一种新方法:应变分析法。它可以根据区域性的尺度、旋转、变形三个应变参数的变化,来发现网的局部区域性系统差或粗差;并能较明晰地反映出新增观测值对原网的局部改进或细节改进。  相似文献   

3-D shell analysis of cylindrical underground structures under seismic shear (S) wave action   总被引：1，自引：1，他引：1  

George P. Kouretzis  George D. Bouckovalas  Charis J. Gantes 《Soil Dynamics and Earthquake Engineering》2006,26(10):909-921

The 3-D shell theory is employed in order to provide a new perspective to earthquake-induced strains in long cylindrical underground structures, when soil-structure interaction can be ignored. In this way, it is possible to derive analytical expressions for the distribution along the cross-section of axial, hoop and shear strains and also proceed to their consistent superposition in order to obtain the corresponding principal and von Mises strains. The resulting analytical solutions are verified against the results of 3-D dynamic FEM analyses. Seismic design strains are consequently established after optimization of the analytical solutions against the random angles which define the direction of wave propagation relative to the longitudinal structure axis, the direction of particle motion and the location on the structure cross-section. The basic approach is demonstrated herein for harmonic shear (S) waves with plane front, propagating in a homogeneous half-space or in a two layer profile, where soft soil overlays the bedrock.  相似文献   

地下水浮力对建筑工程设计施工的影响     

朱宝宏 《云南地质》2006,25(1):76-79

地下水的浮力对结构设计和施工有不容忽视的影响。结构抗浮验算与地下水的性状、水压力和浮力、地下水位变化及意外补水有关。提出设计水位计算浮力的概念，以及抗浮设计的方案及措施。  相似文献   

土体原位测试法在岩土工程中的应用     

尹康华 《云南地质》2006,25(1):96-99

土体原位测试是工程勘察和检测的有效手段，通过统计其数据可以得出有效的经验公式，在工程中有一定的实用性。  相似文献   

A comparative study of the design spectra defined by Eurocode 8, UBC, IBC and Turkish Earthquake Code on R/C sample buildings     

Adem Doğangün  Ramazan Livaoğlu 《Journal of Seismology》2006,10(3):335-351

Earthquake codes have been revised and updated depending on the improvements in the representation of ground motions, soils and structures. These revisions have been more frequently seen in recent years. One of the key changes in earthquake codes has been performed on the design spectra. In this paper, the design spectra recommended by Turkish Earthquake Code and three other well known codes (Uniform Building Code, Eurocode 8, and International Building Code) are considered for comparison. The main purpose of this study is to investigate the differences caused by the use of different codes in the dynamic analysis and seismic verification of given types of buildings located at code defined different sites. The differences in expressions and some important points for elastic and inelastic spectra defined by the codes are briefly illustrated in tables and figures. Periods, base shears, lateral displacements and interstory drifts for the analyzed buildings located at code defined ground type are comparatively presented.  相似文献   

Site Response and Earthquake Design Spectra for Central Khartoum, Sudan     

Y. E-A. Mohamedzein  J. A. Abdalla  A. Abdelwahab 《Bulletin of Earthquake Engineering》2006,4(3):277-293

Khartoum, the capital of Sudan, is located at the confluence of White and Blue Niles. The city is heavily populated. Central Khartoum with its high-rise buildings is the center of governmental and business activities and is located on a strip adjacent to the Blue Nile. Geological and geotechnical data indicate that the subsoil conditions at Central Khartoum are characterized by alluvial deposits underlain by Nubian Sandstone at a depth of 25 m. The alluvial deposits, locally known as Gezira formations, consist of clays grading into silt and sand with depth. Macro seismic zonation of Sudan and its vicinities, developed by the authors, gave the ground acceleration at the bedrock surface. The effect of alluvial deposits in Central Khartoum on propagation of seismic motion parameters to the ground surface is investigated in this study. Correlations are proposed for pertinent cyclic soil properties such as shear modulus, damping, and shear wave velocity. The Equivalent-Linear Earthquake Response Analyses (EERA) Model was used to study the effect of local soil conditions on ground-motion parameters. In the absence of strong-motion records in Khartoum, available worldwide strong-motion records are used. Plots showing the time histories of ground motion parameters at the ground surface are obtained. The results indicate amplification of ground motion of up to 4.93. The predicted fundamental period of soils is about 0.5 s which is typical for these types of soils. The maximum spectral acceleration varied from 0.76 to 0.95 g. For design purposes, a response spectrum curve is proposed.  相似文献   

欧美的小规模建筑设计事务所     

卫更太 《中国勘察设计》2006,(4):28-30

2006年是我国承诺对WTO成员国实行全面开放的最后一年。为提升竞争力，国内上万家中小型建筑设计单位面临着改制的任务。未来的设计机构应以什么模式为主导，值得大家探讨。本文提供欧美一些小规模设计事务所的运作模式和经营状况，供参考。  相似文献